JP2622892B2 - Construction method of joint material for caisson - Google Patents

Construction method of joint material for caisson

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Publication number
JP2622892B2
JP2622892B2 JP2145909A JP14590990A JP2622892B2 JP 2622892 B2 JP2622892 B2 JP 2622892B2 JP 2145909 A JP2145909 A JP 2145909A JP 14590990 A JP14590990 A JP 14590990A JP 2622892 B2 JP2622892 B2 JP 2622892B2
Authority
JP
Japan
Prior art keywords
long cylinder
caisson
hollow
pressurized fluid
filling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2145909A
Other languages
Japanese (ja)
Other versions
JPH0438324A (en
Inventor
勇司 山本
敏 龍堂
一実 志津
Original Assignee
西武ポリマ化成 株式会社
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Filing date
Publication date
Application filed by 西武ポリマ化成 株式会社 filed Critical 西武ポリマ化成 株式会社
Priority to JP2145909A priority Critical patent/JP2622892B2/en
Publication of JPH0438324A publication Critical patent/JPH0438324A/en
Application granted granted Critical
Publication of JP2622892B2 publication Critical patent/JP2622892B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は海や湖等の埋立のために複数のケーソンを連
続して配置することにより構築する護岸壁において、ケ
ーソンとケーソンの間に形成される間隙から土砂が流出
することを防止するために隣り合うケーソン間に設けら
れる目地材の施工方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a revetment constructed by arranging a plurality of caissons successively for reclamation of a sea, a lake, or the like, and formed between caissons. The present invention relates to a method for constructing a joint material provided between adjacent caissons in order to prevent earth and sand from flowing out of a gap formed.

〔従来の技術〕[Conventional technology]

海等の埋立工事を行う場合、埋立てるべき海面を囲ん
で複数のケーソンを直列に連続して沈設して護岸壁を構
築し、この護岸壁に囲まれた海域に土砂を搬入して埋立
を行う。このような護岸壁においては、ケーソンには互
いに一定の間隔をもって一列に配列されるので、この間
隙から埋立に用いられる土砂が海水に洗われて流出する
おそれがある。そこでこのような土砂の流出を防止する
ためケーソン間の目地を完全にシールする必要がある。
When conducting land reclamation work in the sea, etc., a plurality of caissons are laid continuously in series around the sea surface to be reclaimed to construct a revetment wall, and sediment is brought into the sea area surrounded by the revetment wall and landfilled. Do. In such a revetment wall, the caisson is arranged in a line at a certain interval from each other, and the earth and sand used for landfill may be washed out by seawater and flow out of the gap. Therefore, it is necessary to completely seal the joint between caissons in order to prevent such outflow of earth and sand.

従来このようなケーソンの目地シールのため、特公昭
56−11806号公報に示されるように、ゴム・合成樹脂等
の弾性部材からなる両端が閉じた中空筒状の目地材を内
部空気の抜き取りにより強制的に偏平化し、ケーソンの
対向面間に配置した後目地材の上端を開口して目地材自
体の弾性復元力によって目地材本体をケーソンの対向面
に圧接させるもの等が使用されている。この形式の目地
材においては、目地材を対向面により密接に圧接せしめ
シールを強化するために、目地材の中空部に砂、アスフ
ァルト、モルタル等の充填材が注入充填されている。
Conventionally, for such caisson joint seal,
As shown in JP-A-56-11806, a hollow cylindrical joint material having both ends closed and made of an elastic member such as rubber or synthetic resin is forcibly flattened by extracting internal air and disposed between opposing surfaces of a caisson. After that, the joint material itself is opened by opening the upper end of the joint material and the joint material itself is pressed against the opposing surface of the caisson by the elastic restoring force of the joint material itself. In this type of joint material, a filler such as sand, asphalt, mortar, or the like is injected and filled into a hollow portion of the joint material in order to more closely press the joint material to the opposing surface to strengthen the seal.

また他の従来技術として、特開昭61−113913号公報に
示されるように、周壁に多数の穴を有する管体を水膨潤
性ゴム部材の長手方向に沿って貫通埋設してなる充填部
材と、該充填部材をその内部に挿入することが可能な、
下端を閉じた可撓性材料製中空体とで形成された目地材
がある。この目地材をケーソン間の間隔部に差込んで上
端を閉じた中空体内に水を充填しておけは水膨潤性ゴム
部材の膨張圧を利用して目地材によるケーソン間のシー
ルがなされる。
Further, as another prior art, as shown in JP-A-61-113913, a filling member formed by burying a tubular body having a large number of holes in a peripheral wall along a longitudinal direction of a water-swellable rubber member. , The filling member can be inserted therein,
There is a joint material formed of a flexible material hollow body having a closed lower end. If this joint material is inserted into the space between the caissons and water is filled in the hollow body whose upper end is closed, the joint between the caisons is sealed using the expansion pressure of the water-swellable rubber member.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

最近大水深防波堤、沖合人工島等の外周護岸用として
大型ケーソンが開発され使用されているが、上記従来の
弾性部材からなる目地材の中空部に砂、アスファルト、
モルタル等の充填材を注入充填した目地材は、充填材の
注入圧力が小さいので、このような大水深大型ケーソン
用目地材として用いる場合には充分なシールが得られな
いおそれがある。また上記水膨潤性ゴムの膨潤圧を利用
する目地材は、シール機能は優れているがコストが高い
という問題点がある。
Recently, large caisson has been developed and used for seawall protection of deep water breakwaters, offshore artificial islands, etc., but sand, asphalt,
Since a joint material filled with a filler such as mortar or the like has a small filling pressure, a sufficient seal may not be obtained when used as such a joint material for a large deep water caisson. Further, the joint material utilizing the swelling pressure of the water-swellable rubber has an excellent sealing function but has a problem of high cost.

本発明は、上記従来のケーソン用目地材の問題点を解
決するためになされたもので、大水深大型ケーソン間の
目地シールを完全にしかも低コストで実現することが可
能なケーソン用目地材の施工方法を提供しようとするも
のである。
The present invention has been made in order to solve the above-mentioned problems of the conventional caisson joint material, and a joint material for a caisson joint material capable of completely and inexpensively realizing a joint seal between large and deep caissons. It is intended to provide a construction method.

〔課題を解決するための手段および作用〕[Means and actions for solving the problem]

上記目的を達成するケーソン用目地材の施工方法は、
柔軟性を有する材料からなり上端部が開口し下端部が閉
じた中空長筒に柔軟性を有する材料からなり加圧水の加
圧流体の供給源に接続される上端部が開口しその他の部
分が閉じた加圧流体充填用長筒を水等の流体を注入して
いない状態で設け、この中空長筒を隣接するケーソンの
一方の側壁に固定し、該中空長筒に砂、アスファルト、
モルタル等の充填材を注入充填した後該加圧流体充填用
長筒に水等の流体を加圧注入し該加圧流体充填用長筒を
膨出させることにより該中空長筒の外表面を他方のケー
ソンの対向する側壁面に圧着させることを特徴とするも
のである。
The construction method of caisson joint material to achieve the above object is
A hollow long cylinder made of a flexible material and opened at the upper end and closed at the lower end is made of a flexible material and connected to the source of pressurized fluid of pressurized water. The pressurized fluid filling long cylinder is provided in a state where fluid such as water is not injected, and this hollow long cylinder is fixed to one side wall of an adjacent caisson, and sand, asphalt,
After injecting and filling a filler such as mortar, a fluid such as water is pressurized and injected into the pressurized fluid filling long cylinder, and the outer surface of the hollow long cylinder is expanded by expanding the pressurized fluid filling long cylinder. The other caisson is pressure-bonded to the opposing side wall surface.

本発明によれば、上記構成により一方のケーソンの側
壁に固定された中空長筒に砂、アスファルト、モルタル
等の充填材を注入充填することにより中空長筒の外表面
が他方のケーソンの対向する側壁面に接触し、次いで加
圧流体充填用長筒に水等の流体を加圧注入することによ
り加圧流体充填用長筒が膨出し、その膨出圧力により中
空長筒の外表面が該他方のケーソンの対向する側壁面に
圧着される。
According to the present invention, the outer surface of the hollow long cylinder faces the other caisson by injecting and filling a filler such as sand, asphalt, and mortar into the hollow long cylinder fixed to the side wall of one caisson by the above configuration. The long cylinder for pressurized fluid filling swells by contacting the side wall surface and then injecting a fluid such as water into the long cylinder for pressurized fluid filling, and the bulging pressure causes the outer surface of the hollow long cylinder to expand. It is crimped to the opposing side wall surface of the other caisson.

本発明の一実施態様においては、複数本の中空長筒を
ケーソンの側壁に沿って相互に間隔を置いて固定し、上
記と同様にして各中空長筒に充填材を充填した後各加圧
流体充填用長筒に水等の流体を加圧注入し該加圧流体充
填用長筒を膨出させることにより各中空長筒の外表面を
他方のケーソンの対向する側壁面に圧着させ、次いで各
中空長筒の間の目地内にアスファルトマスチック等の充
填材を注入充填することにより不透水層を形成する。こ
れにより、複数本の中空長筒および不透水層による多重
のシールが形成され一層確実なシール構造が得られる。
In one embodiment of the present invention, a plurality of hollow long cylinders are fixed at intervals from each other along the side wall of the caisson, and after filling each hollow long cylinder with a filler in the same manner as described above, each pressurization is performed. The outer surface of each hollow long tube is pressed against the opposite side wall surface of the other caisson by injecting a fluid such as water into the long tube for fluid filling under pressure and expanding the long tube for pressurized fluid filling, and then An impervious layer is formed by injecting and filling a filler such as asphalt mastic into joints between the hollow long cylinders. Thereby, multiple seals are formed by the plurality of hollow long cylinders and the water-impermeable layer, and a more reliable seal structure can be obtained.

本発明の他の一実施態様においては、前記いずれの場
合においても中空長筒は一方のケーソンの側壁に固定さ
れる第1の長筒と他方のケーソンの側壁に面する該第1
の長筒の面に固設された第2の長筒からなり、該加圧流
体充填用長筒は第2の長筒内に挿入される。この構成に
より、第1の長筒に砂、アスファルト、モルタル等の充
填材を注入充填して第1次的止水を行い、時間を置いて
ケーソン間の目地がなんらかの理由により開いた場合は
第2の長筒内に砂、アスファルト、モルタル等の充填材
を充填し、また必要に応じ不透水層にアスファルトマス
チック等を追加充填することにより、目地完成後に生じ
る目地間隔の拡大に追従してシールを行うことができ
る。
In another embodiment of the present invention, in any of the above cases, the hollow long tube is a first long tube fixed to the side wall of one caisson and the first long tube facing the side wall of the other caisson.
The pressurized fluid charging long cylinder is inserted into the second long cylinder. With this configuration, the first long cylinder is filled with a filler such as sand, asphalt, and mortar to perform primary water stoppage. If the joint between the caisson opens for some reason after a while, Filling the filling material such as sand, asphalt, mortar, etc. into the long cylinder of 2, and adding the asphalt mastic etc. to the water-impermeable layer as needed, seal following the expansion of joint space after the joint is completed. It can be performed.

中空長筒はその長手方向をケーソンの上下方向に合せ
てケーソン間の目地に配設されるものであり、ケーソン
の高さに対応する長さを有する。中空長筒は円形、楕円
形、多角形等任意の断面形状を有し、その上端部は充填
材を注入できるように開放し、また内部に充填した砂等
の充填材が流出しないように、その下端部は閉じて底壁
が形成されている。
The hollow long cylinder is disposed at the joint between the caissons with its longitudinal direction aligned with the vertical direction of the caisson, and has a length corresponding to the height of the caisson. The hollow long cylinder has an arbitrary cross-sectional shape such as a circle, an ellipse, and a polygon, and its upper end is opened so that the filler can be injected, and the filler such as sand filled therein does not flow out. The lower end is closed to form a bottom wall.

中空長筒は、ケーソンの対向面間に目地材を配設した
当初は水圧により偏平化された状態にあり、その後充填
材を充填するにつれて拡張状態に変化し、ケーソン対向
面に圧接される必要がある。このため中空長筒は柔軟性
を有する材料で形成することが必要である。このような
条件を充足する材料としてはゴムまたは補強布入りのゴ
ムシートが好適であるが、これに限らず、ターポリン、
帆布、織布、不織布等他の素材を使用することも可能で
ある。また水密構造とすることが好ましい。
The hollow long cylinder is initially flattened by water pressure when the jointing material is arranged between the opposing surfaces of the caisson, and then changes to the expanded state as the filler is filled, and it is necessary to be pressed against the opposing surface of the caisson There is. For this reason, the hollow long cylinder needs to be formed of a flexible material. As a material satisfying such conditions, rubber or a rubber sheet containing a reinforcing cloth is preferable, but not limited thereto, tarpaulin,
It is also possible to use other materials such as canvas, woven fabric, non-woven fabric and the like. Further, it is preferable to have a watertight structure.

加圧流体充填用長筒は中空長筒の底部まで達するよう
に中空長筒に設けられかつその上端部は送水ポンプ等の
加圧流体供給源に接続されるものであるから、この必要
性を充す長さを有する。加圧流体充填用長筒は円形、楕
円形等任意の断面形状を有し、その上端部は流体を加圧
注入できるように開放され、またその下端部は流体が流
出しないように閉止されている。
The long cylinder for pressurized fluid filling is provided in the hollow cylinder so as to reach the bottom of the hollow cylinder, and the upper end thereof is connected to a pressurized fluid supply source such as a water supply pump. Have a filling length. The long cylinder for pressurized fluid filling has an arbitrary cross-sectional shape such as a circle and an ellipse. The upper end is opened so that the fluid can be injected under pressure, and the lower end is closed so that the fluid does not flow out. I have.

加圧流体充填用長筒は流体を加圧注入するまでは中空
長筒内において偏平化された状態にあり、流体を加圧注
入するにつれて拡張状態に変化し、外側の中空長筒を対
向するケーソンの面に圧着させるものであるから、柔軟
性を有することが必要であり、また加圧流体から受ける
強い圧力に耐えうる充分な強度と水密性を有することが
必要である。このような条件を充足する材料としては補
強布入りのゴムシートやゴム・合成樹脂製の内筒と織布
製の外筒からなる2重筒等が使用可能であるが、市販の
消防ホースはその機能上経済性の面で最適の材料であ
る。
The pressurized fluid filling long cylinder is in a flattened state in the hollow long cylinder until the fluid is pressurized and injected, changes to an expanded state as the fluid is pressurized and injected, and faces the outer hollow long cylinder. Since it is to be pressed against the surface of a caisson, it is necessary to have flexibility, and it is necessary to have sufficient strength and water tightness to withstand strong pressure received from the pressurized fluid. As a material that satisfies such conditions, a rubber sheet containing a reinforcing cloth, a double cylinder composed of an inner cylinder made of rubber or synthetic resin and an outer cylinder made of a woven fabric, or the like can be used. It is the best material in terms of its function and economy.

加圧流体充填用長筒に加圧注入する流体としては水ま
たは空気が実用的に使用可能であるが、複数本の中空長
筒間の目地にアスファルトマスチックを加熱撹拌した状
態で充填する場合は加圧流体充填用長筒内に加圧注入す
る流体として空気を使用すると、該長筒内に封入された
空気が熱膨張して該長筒を破壊する危険性があるので、
水を使用することが好ましい。
Water or air can be practically used as the fluid to be pressurized into the pressurized fluid filling long cylinder, but when filling asphalt mastic with heating and stirring at joints between a plurality of hollow long cylinders, If air is used as the fluid to be pressurized and injected into the pressurized fluid filling long cylinder, there is a risk that the air sealed in the long cylinder may thermally expand and break the long cylinder.
Preferably, water is used.

中空長筒は工場においてケーソンの一面にボルト止め
等適宜の方法で予め固定しておいてもよいし、埋立工事
現場でケーソンの一面に取付け固定してもよい。また加
圧流体充填用長筒は予め中空長筒内に挿入しておくこと
が便利である。
The hollow long cylinder may be fixed to one surface of the caisson in advance at a factory by an appropriate method such as bolting, or may be fixed to one surface of the caisson at a landfill site. It is convenient to insert the pressurized fluid filling long cylinder in advance into the hollow long cylinder.

以下添付図面を参照して本発明の好ましい実施例につ
いて説明する。
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.

〔実施例〕〔Example〕

添付図面は2本の中空長筒を間隔を置いて配置しその
間の目地内にアスファルトマスチックを注入充填して不
透水層を形成する実施例を示すもので、第1図は目地材
の施工を完成した状態をケーソンの一部を切欠いて示す
斜視図、第2図および第3図はその施工手順を示す平面
断面図である。
The attached drawing shows an embodiment in which two hollow long cylinders are arranged at intervals and an impermeable layer is formed by injecting and filling asphalt mastic into the joint between them, and FIG. 1 shows the construction of the joint material. FIG. 2 is a perspective view showing the completed state with a part of the caisson cut away, and FIG. 2 and FIG. 3 are plan sectional views showing the procedure of the construction.

本実施例において、目地材1は2本の中空長筒2,2、
加圧流体充填用長筒3,3およびこれら中空長筒2,2の間に
形成されたアスファルトマスチックからなる不透水層4
からなる。
In this embodiment, the joint material 1 is composed of two hollow long cylinders 2,2,
Water-impermeable layer 4 made of asphalt mastic formed between long cylinders 3, 3 for pressurized fluid filling and hollow long cylinders 2, 2
Consists of

各中空長筒2は、カーボンブラックで補強した耐老化
性、耐海水性、耐候性、耐熱性を有する合成ゴムのゴム
厚中央部分に合成繊維を挿入した材料からなる断面形状
楕円形の筒状体で、上端部は開放し下端部はゴムシート
からなる底壁で閉じられている。本実施例においては、
各中空長筒2は、第2図に示すようにケーソンに対する
取付板2cを備えた大径の1次止水用長筒2aとこの長筒2a
の取付板2cの反対側に接着された小径の2次止水用長筒
2bから構成されている。取付板2cの両側部には長手方向
に複数のスタッドボルト挿通孔2dが形成されている。
Each hollow long cylinder 2 is made of a synthetic rubber reinforced with carbon black, which has aging resistance, seawater resistance, weather resistance, and heat resistance, and is made of a material in which a synthetic fiber is inserted into a central portion of a rubber thickness, and has an elliptical cross section. In the body, the upper end is open and the lower end is closed by a bottom wall made of a rubber sheet. In this embodiment,
As shown in FIG. 2, each hollow long cylinder 2 has a large-diameter primary water stopping long cylinder 2a having a mounting plate 2c for a caisson, and this long cylinder 2a.
Small-diameter secondary water-stop cylinder bonded to the opposite side of the mounting plate 2c
2b. A plurality of stud bolt insertion holes 2d are formed in both sides of the mounting plate 2c in the longitudinal direction.

一方のケーソン5の側壁には中空長筒2の取付位置に
予めスタッドボルト6を埋め込んでおき、中央長筒2の
取付部2cの各スタッドボルト挿通孔2dにスタッドボルト
6を挿通し、押え板7を介してナット8により取付板2c
をケーソン5の側壁に固定する。(スタッドボルトは予
め取付板2cに溶接しておいてもよい)。
On the side wall of one caisson 5, stud bolts 6 are embedded in advance at the mounting positions of the hollow long cylinder 2, and the stud bolts 6 are inserted into the respective stud bolt insertion holes 2 d of the mounting portion 2 c of the central long cylinder 2. Mounting plate 2c with nut 8 through 7
Is fixed to the side wall of the caisson 5. (Stud bolts may be welded to the mounting plate 2c in advance).

中空長筒2の2次止水用長筒2b内には予め加圧流体充
填用長筒3を挿入しておく。本実施例においては、長筒
3は市販の消防ホースからなり、その下端部は適宜の偏
平な金具(図示せず)により閉じられ、またその上端部
は水を加圧給水するための送水ポンプ(図示せず)に接
続されるように開放されている。
The long cylinder 3 for pressurized fluid filling is inserted in advance into the long cylinder 2b for secondary water stoppage of the hollow long cylinder 2. In this embodiment, the long cylinder 3 is made of a commercially available fire hose, the lower end of which is closed by a suitable flat metal fitting (not shown), and the upper end of which is a water pump for pressurizing and supplying water. (Not shown).

こうして加圧流体充填用長筒3を挿入した2本の中空
長筒2,2を間隔を置いてケーソン5の側壁に固定した後
ケーソン5を海中に沈設し、所定の目地間隔を置いて隣
接するケーソン5′を沈設する。この時ケーソン5に固
定した各中空長筒2の1次止水用長筒2a、2次止水用長
筒2bおよび加圧流体充填用長筒3は水圧により第2図に
示すように押しつぶされ平偏化された状態にある。
In this way, the two hollow long cylinders 2 into which the pressurized fluid filling long cylinder 3 is inserted are fixed to the side wall of the caisson 5 at intervals, and then the caisson 5 is submerged in the sea, and adjacent to each other at a predetermined joint interval. The caisson 5 'is laid down. At this time, the long cylinder 2a for primary water stop, the long cylinder 2b for secondary water stop and the long cylinder 3 for pressurized fluid filling of each hollow long cylinder 2 fixed to the caisson 5 are crushed by water pressure as shown in FIG. It is in a state of flattening.

次に1次止水用長筒2aに海水を注入して該長筒2aを膨
ませ後コンクリート9を注入充填することにより、第3
図に示すように1次止水用長筒2aの外表面の一部および
2次止水用長筒2bの外表面の一部を対向するケーソン
5′の側壁面5a′に接触させる。
Next, seawater is injected into the primary water-stopping long tube 2a to inflate the long tube 2a, and then concrete 9 is injected and filled thereinto, thereby obtaining the third
As shown in the drawing, a part of the outer surface of the primary water-stop long cylinder 2a and a part of the outer surface of the secondary water-stop long cylinder 2b are brought into contact with the opposing side wall surface 5a 'of the caisson 5'.

しかる後加圧流体充填用長筒3の上端部を送水ポンプ
に接続し、送水ポンプを駆動して水を長筒3に加圧注入
し長筒3を膨ませることにより2次止水用長筒2bの外表
面をケーソン5′の側壁5a′に圧着させる。長筒3への
注水を完了したら長筒3の上端部を金具等適宜の手段で
封止し、送水ポンプから外す。
After that, the upper end of the pressurized fluid filling long cylinder 3 is connected to a water supply pump, and the water supply pump is driven to pressurize water into the long cylinder 3 to expand the long cylinder 3 so that the length for the secondary water stoppage is increased. The outer surface of the cylinder 2b is pressed against the side wall 5a 'of the caisson 5'. When the water injection into the long cylinder 3 is completed, the upper end of the long cylinder 3 is sealed with a metal fitting or other appropriate means, and removed from the water pump.

こうして2本の中空長筒2,2をケーソン5′の側壁5
a′に圧着させコンクリート9を固化させた後中空長筒
2,2間の目地内の海水を抜取るか、あるいはこの目地内
の海水中にトレミー管を挿入することにより、この目地
内にアスファルトマスチック(アスファルト、石粉、砂
を混合したものを添加材とともに加熱撹拌することによ
り流動性を持たせたもの)を充填し固化させて不透水層
4を形成する。
Thus, the two hollow long tubes 2, 2 are connected to the side wall 5 of the caisson 5 '.
a 'hollow and hollow concrete after solidifying concrete 9
By extracting the seawater in the joint between two or two, or by inserting a tremy tube into the seawater in this joint, asphalt mastic (a mixture of asphalt, stone powder and sand together with the additive The material having fluidity by heating and stirring) is filled and solidified to form the impermeable layer 4.

こうして中空長筒3,3および不透水層4によるシール
構造が完成するが、その後ケーソン5,5′が相対的に移
動し目地間が開いた場合は、2次止水用長筒2b内に砂ま
たはコンクリートを投入し、また不透水層4においてア
スファルトマスチックの不足が生じた場合はアスファル
トマスチックを補充することによりシールを維持する。
In this way, the sealing structure by the hollow long cylinders 3, 3 and the water-impermeable layer 4 is completed. However, when the caisson 5, 5 'moves relatively and the joint is opened, it is placed in the secondary water stopping long cylinder 2b. The seal is maintained by charging sand or concrete, and replenishing asphalt mastic in the case of lack of asphalt mastic in the impermeable layer 4.

〔発明の効果〕〔The invention's effect〕

以上述べたように、本発明によれば、上記構成によ
り、一方のケーソンの側壁に固定された中空長筒に砂、
アスファルト、モルタル等の充填材を注入充填すること
により中空長筒の外表面が他方のケーソンの対向する側
壁面に接触し、次いで加圧流体充填用長筒に水等の流体
を加圧注入することにより加圧流体充填用長筒が膨出
し、その膨出圧力により中空長筒の外表面が該他方のケ
ーソンの対向する側壁面に圧着するので、極めて強力な
シールを得ることができる。そして加圧液体充填用長筒
は市販のホースを用いることができるので低コストで施
工を行うことができる。
As described above, according to the present invention, with the above configuration, the hollow long cylinder fixed to the side wall of one caisson has sand,
The outer surface of the hollow long tube comes into contact with the opposite side wall surface of the other caisson by injecting and filling a filler such as asphalt, mortar, etc., and then pressurize and inject a fluid such as water into the long tube for pressurized fluid filling. As a result, the long cylinder for pressurized fluid filling swells, and the outer surface of the hollow long cylinder presses against the opposite side wall surface of the other caisson by the swelling pressure, so that an extremely strong seal can be obtained. And since the commercially available hose can be used for the long cylinder for pressurized liquid filling, construction can be performed at low cost.

本発明の一実施態様においては、複数本の中空長筒を
ケーソンの側壁に沿って相互に間隔を置いて固定し、上
記と同様にして各中空長筒に充填材を充填した後各加圧
流体充填用長筒に流体を加圧注入することにより各中空
長筒の外表面を他方の、ケーソンの対向する側壁面に圧
着させ、次いで各中空長筒の間の目地内にアスファルト
マスチック等の充填材を注入充填することにより不透水
層を形成するので、複数本の中空長筒および不透水層に
よる多重のシールが形成され一層確実なシール構造が得
られる。
In one embodiment of the present invention, a plurality of hollow long cylinders are fixed at intervals from each other along the side wall of the caisson, and after filling each hollow long cylinder with a filler in the same manner as described above, each pressurization is performed. The outer surface of each hollow long tube is pressed against the other side wall surface of the caisson by injecting a fluid into the long tube for fluid filling under pressure, and then asphalt mastic or the like is inserted into the joint between the hollow long tubes. Since the water-impermeable layer is formed by injecting and filling the filler, multiple seals are formed by the plurality of hollow long cylinders and the water-impermeable layer, and a more reliable seal structure is obtained.

また本発明の他の一実施態様においては、中空長筒は
一方のケーソンの側壁に固定される第1の長筒と他方の
ケーソンの側壁に面する該第1の長筒の面に固設された
第2の長筒からなり、該加圧流体充填用長筒は該第2の
長筒内に挿入されるので、第1の長筒に砂、アスファル
ト、モルタル等の充填材を注入充填して第1次的止水を
行い、時間を置いてケーソン間の目地がなんらかの理由
により開いた場合は第2の長筒内に砂、アスファルト、
モルタル等の充填材を充填し、また必要に応じ不透水層
にアスファルトマスチック等を追加充填することによ
り、目地完成後に生じる目地間隔の拡大に追従してシー
ルを行うことができる。
In another embodiment of the present invention, the hollow long cylinder is fixed to a first long cylinder fixed to a side wall of one caisson and a surface of the first long cylinder facing the side wall of the other caisson. Since the long cylinder for pressurized fluid filling is inserted into the second long cylinder, the first long cylinder is filled with a filler such as sand, asphalt, and mortar. If the joint between caisson opens for some reason after a while, sand, asphalt,
By filling with a filler such as mortar and, if necessary, additionally filling the water-impermeable layer with asphalt mastic or the like, sealing can be performed in accordance with the expansion of the joint spacing that occurs after the joint is completed.

【図面の簡単な説明】[Brief description of the drawings]

第1図は本発明の1実施例による目地材の施工を完成し
た状態をケーソンの一部を切欠いて示す斜視図、第2図
は中空長筒をケーソンに取付けた状態を示す平面断面
図、第3図は中空長筒内に充填材を注入充填した状態を
示す平面断面図である。 1……目地材、2……中空長筒、3……加圧流体充填用
長筒、4……不透水層、9……充填材
FIG. 1 is a perspective view showing a completed state of the joint material according to one embodiment of the present invention, with a caisson partially cut away, FIG. 2 is a plan sectional view showing a state where a hollow long cylinder is attached to the caisson, FIG. 3 is a cross-sectional plan view showing a state in which the hollow long cylinder is filled with a filler. DESCRIPTION OF SYMBOLS 1 ... Joint material 2 ... Hollow long cylinder 3 ... Long cylinder for pressurized fluid filling 4 ... Impermeable layer 9 ... Filler

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平1−295907(JP,A) 特開 昭61−95126(JP,A) 特開 昭61−172907(JP,A) 特開 昭57−66212(JP,A) ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-1-295907 (JP, A) JP-A-61-95126 (JP, A) JP-A-61-172907 (JP, A) JP-A 57-95 66212 (JP, A)

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】柔軟性を有する材料からなり上端部が開口
し下端部が閉じた中空長筒に柔軟性を有する材料からな
り加圧水等の加圧流体供給源に接続される上端部が開口
しその他の部分が閉じた加圧流体充填用長筒を水等の流
体を注入していない状態で設け、この中空長筒を隣接す
るケーソンの一方の側壁に固定し、該中空長筒に砂、ア
スファルト、モルタル等の充填材を注入充填した後該加
圧流体充填用長筒に水等の流体を加圧注入し該加圧流体
充填用長筒を膨出させることにより該中空長筒の外表面
を他方のケーソンンの対向する側壁面に圧着させること
を特徴とするケーソン用目地材の施工方法。
1. A hollow elongated cylinder made of a flexible material and having an open upper end and a closed lower end, the upper end of which is made of a flexible material and connected to a pressurized fluid supply source such as pressurized water has an open upper end. A long cylinder for pressurized fluid filling with other parts closed is provided in a state in which fluid such as water is not injected, and this hollow long cylinder is fixed to one side wall of an adjacent caisson, and sand, After injecting and filling a filler such as asphalt or mortar, a fluid such as water is pressure-injected into the pressurized fluid filling long cylinder, and the pressurized fluid filling long cylinder is bulged out of the hollow long cylinder. A method for applying a joint material for caisson, wherein the surface is pressure-bonded to an opposing side wall surface of the other caisson.
【請求項2】柔軟性を有する材料からなり上端部が開口
し下端部が閉じた複数本の中空長筒の各々に柔軟性を有
する材料からなり加圧水等の加圧流体供給源に接続され
る上端部が開口しその他の部分が閉じた加圧流体充填用
長筒を水等の流体を注入していない状態で設け、各中空
長筒を隣接するケーソンの一方の側壁に沿って相互に間
隔を置いて固定し、各中空長筒に砂、アスファルト、モ
ルタル等の充填材を注入充填した後各加圧流体充填用長
筒に水等の流体を加圧注入し該加圧流体充填用長筒を膨
出させることにより該中空長筒の外表面を他方のケーソ
ンの対向する側壁面に圧着させ、次いで各中空長筒の間
の目地内にアスファルトマスチック等の充填材を注入充
填することにより不透水層を形成することを特徴とする
ケーソン用目地材の施工方法。
2. A plurality of hollow elongated cylinders made of a flexible material and having an open upper end and a closed lower end are each made of a flexible material and connected to a pressurized fluid supply source such as pressurized water. A long cylinder for pressurized fluid filling, whose upper end is open and other parts are closed, is provided in a state in which a fluid such as water is not injected, and the hollow long cylinders are spaced from each other along one side wall of an adjacent caisson. Is placed and fixed, and each hollow long cylinder is filled with a filler such as sand, asphalt, and mortar, and then a fluid such as water is pressure-injected into each pressurized fluid filling long cylinder, and the pressurized fluid filling length is filled. The outer surface of the hollow long tube is pressed against the opposite side wall surface of the other caisson by expanding the tube, and then a filler such as asphalt mastic is injected and filled into joints between the hollow long tubes. Joint material for caisson characterized by forming an impermeable layer Construction methods.
【請求項3】該中空長筒は一方のケーソンの側壁に固定
される第1の長筒と他方のケーソンの側壁に面する該第
1の長筒の面に固設された第2の長筒からなり、該加圧
流体充填用長筒は該第2の長筒内に挿入されることを特
徴とする請求項第1項または第2項記載のケーソン用目
地材の施工方法。
3. The hollow long cylinder has a first long cylinder fixed to a side wall of one caisson and a second long cylinder fixed to a surface of the first long cylinder facing the side wall of the other caisson. 3. The method according to claim 1, wherein the long cylinder for filling a pressurized fluid is inserted into the second long cylinder.
【請求項4】該加圧流体充填用長筒は消防ホースである
ことを特徴とする請求項第1項〜第3項のいずれかに記
載のケーソン用目地材の施工方法。
4. The method according to claim 1, wherein the long cylinder for filling the pressurized fluid is a fire hose.
JP2145909A 1990-06-04 1990-06-04 Construction method of joint material for caisson Expired - Fee Related JP2622892B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2145909A JP2622892B2 (en) 1990-06-04 1990-06-04 Construction method of joint material for caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2145909A JP2622892B2 (en) 1990-06-04 1990-06-04 Construction method of joint material for caisson

Publications (2)

Publication Number Publication Date
JPH0438324A JPH0438324A (en) 1992-02-07
JP2622892B2 true JP2622892B2 (en) 1997-06-25

Family

ID=15395877

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2145909A Expired - Fee Related JP2622892B2 (en) 1990-06-04 1990-06-04 Construction method of joint material for caisson

Country Status (1)

Country Link
JP (1) JP2622892B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6877713B1 (en) 1999-07-20 2005-04-12 Deka Products Limited Partnership Tube occluder and method for occluding collapsible tubes
AU2008219647B2 (en) 2007-02-27 2014-07-10 Deka Products Limited Partnership Hemodialysis systems and methods
JP5046283B2 (en) * 2007-07-17 2012-10-10 ワールドエンジニアリング株式会社 Partition revetment

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5766212A (en) * 1980-10-03 1982-04-22 Nippon Hodo Co Ltd Sealing work for saisson joint
JPS6195126A (en) * 1984-10-15 1986-05-13 Nippon Kaijo Koji Kk Joint material for caisson
JPH0643690B2 (en) * 1985-01-29 1994-06-08 株式会社ブリヂストン Joint material for embankment block
JPH01295907A (en) * 1988-05-23 1989-11-29 Seibu Polymer Kasei Kk Joint material for caisson

Also Published As

Publication number Publication date
JPH0438324A (en) 1992-02-07

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